| Abdelbasset, Yasser M. |
High-Rise Buildings with Transfer Floors: Drift Calculations |
637-644 |
| Abukawa, Takahiro |
Experiments on Damage and Measures of Bridges by Tsunami |
859-866 |
| Ahijado, Mariano |
Seismic Behaviour Assessment of Long Viaducts: a combined FEM and SHM approach |
1707-1713 |
| Akkermann, Jan |
The Great Mosque of Algeria – Seismic Design of a Monument |
2381-2388 |
| Alós Moya, José |
Analysis of the Structural Response of a Mid-span Multi-girder Composite Bridge submitted to different Fire Scenarios |
71-78 |
| An, Tongxiang |
Vibration Behaviour and Seismic Performance of a Steel Cable-Stayed Bridge with Low-Rise Pylons |
356-363 |
| Anania, Laura |
Mechanical characterization of recycled tire rubber to be used as seismic isolation of the structure |
1125-1131 |
| Anaya, Jesús |
The construction engineering of the digital design of free forms. |
1866-1873 |
| Andersen, Jacob Egede |
Puente Nigale, Train/Bridge Dynamic Analysis |
2033-2040 |
| Anderson, John E. |
Structural Materials as a Strategy to Mitigate Global Climate Change |
2446-2453 |
| Anderson, W. Victor |
Burgoyne Bridge Designed to Respect History of Site and to Create a New Landmark |
1420-1427 |
| Angelino, Mariapia |
The development of successful design standards: understanding the challenges |
527-534 |
| Angelmaier, Volkhard |
Tamina Canyon Crossing, Bad Ragaz, Switzerland |
2187-2194 |
| Apostolid, Eftychia |
Experimental Investigation on Fibre Reinforced Elastomeric Bearings |
2478-2484 |
| Araki, Hideo |
Mechanical Properties of Concrete Obtained from Existing Buildings |
2837-2843 |
| Arenas, Juan José |
Analysis and Design of the Almonte Bridge |
56-63 |
| Arenas, Juan José |
La Florida Suspension Bridge |
708-715 |
| Arimura, Kentaro |
A study on a modelling method for analysis of steel arch bridges |
40-47 |
| Arribas, David |
Design and Construction of San Marcos Viaduct |
716-722 |
| Arya, Behnam |
A Forensic Study to Apportion Damage due to Multiple Sequential Earthquakes |
1003-1010 |
| Ayoub, Essam |
Transversal Earthquake loading |
348-355 |
| Aznar, Antonio |
An alternative beam-to-column connection in building structures |
1726-1731 |
| Bae, Gwang-Min |
Investigation of Shear Response of Nuclear Power Plant Wall Elements using High Strength Materials |
867-873 |
| Balili, Alden Paul D. |
Development of Structural Engineering and Educational Applications Using Gamesalad |
991-998 |
| Balsamo, Alberto |
Experimental Investigation on IMG masonry reinforcement |
253-260 |
| Bastos, Jorge N. |
The Portuguese River Douro Bridges - the Designer and the Aesthetics |
961-968 |
| Beade, Héctor |
Butterfly Wings. An innovative bowstring concept to span the Ebro River in Logroño (Spain) |
1276-1284 |
| Beade, Héctor |
Design and construction of the new St. Elmo Breakwater Footbridge in Valletta (Malta) |
1450-1458 |
| Beade, Héctor |
Footbridge over the Tirón River in Haro (Spain). A Sustainable design inspired by the wine culture |
3078-3085 |
| Beade, Héctor |
An innovative road-bridge solution to give access to the future Zorrotzaurre Island in Bilbao (Spain) |
1268-1275 |
| Bell, Glenn R. |
Developing Structural Engineers to Meet Tomorrow's Societal Needs |
938-944 |
| Berg, Jörn |
Application of Design Concepts at High Frequency Hammer Peened Welded Ultra High Strength Steels |
1579-1586 |
| Bergerhausen, Ulrich |
Effects of extreme fire scenarios on bridges |
429-434 |
| Bergman, Don |
Development of the St Croix River Extradosed Bridge Form |
1888-1895 |
| Bernabeu, Jorge |
Construction set: structural concept for Joaquín Sorolla Railway Station in Valencia |
1323-1329 |
| Bernabeu, Jorge |
Dune Bridge: Abi Bakr - Imam Saud Road Bridge in Riyadh |
1444-1449 |
| Berset, Thierry |
Seismic Resistance Analysis and innovative Earthquake Refit |
839-846 |
| Berthellemy, Jacques |
Crossing motorways under traffic without intermediate piers |
807-814 |
| Bhowmick, Alok |
Sustainability Issues of Concern for Bridge Engineers in India |
3063-3070 |
| Biedma, Manuel |
Swivel Lowering Operation of the Viaduct over the River Tera |
731-738 |
| Bitsch, Niels |
Fire on the New Little Belt Bridge |
2729-2736 |
| Bögle, Annette |
Use of Parametric Design techniques applied to Civil Engineering |
1587-1594 |
| Bojovic, Aleksandar |
Railway Road Bridge in Novi Sad – Design and Erection |
2163-2170 |
| Bonnett, Joanna |
Strengthening Existing Highway Structures in the Eurocode Environment |
3092-3099 |
| Borderon, Alexis |
Simple Concrete Life Extension |
3206-3213 |
| Borsje, Huibert |
Collapse of the roof of a football stadium |
1055-1062 |
| Bovassi, Marta |
Concrete repair system for highway viaduct pillars and a case history |
3246-3253 |
| Brestin, John |
Challenging Design Aspects of a 3-Tower Cable-Stayed Bridge |
1918-1925 |
| Briz, David Montero |
Sculping the ground. Art and Engineering embracing in Architecture |
1838-1844 |
| Brühwiler, Eugen |
Investigation of fractures of RC twin-blocs of a fixed railway track after 40-years of service |
1093-1100 |
| Brühwiler, Eugen |
Performance of early RC structures of high cultural value in view of future utilization |
3150-3157 |
| Brüninghold, Max |
Bearing solutions for large horizontal forces |
2470-2477 |
| Bujnak, Jan |
Theoretical and Experimental research on Steel-Concrete Composite Truss |
1749-1756 |
| Camara, Alfredo |
Comfort in Slender Bridges Subjected to Traffic Loading and Hammering Effects |
1512-1519 |
| Cammelli, Stefano |
The Aerodynamic Optimisation of Building Envelopes for Super High-Rise |
317-323 |
| Capellan, Guillermo |
Chilina Bridge over the Chili River in Arequipa. Balanced cantilever segmental bridge in high seismicity area |
2110-2117 |
| Capellán, Guillermo |
Design of a High Speed Rail Arch Bridge over the Alcántara Reservoir (Spain) |
2171-2178 |
| Capellán, Guillermo |
New bridge to Soto de Ribera over river Caudal, Spain |
1911-1917 |
| Carbonell-Márquez, Juan F. |
Asymmetrically reinforced concrete piles in earth retaining systems |
1714-1721 |
| Carter, Matt |
Delivering Architectural Quality in Design-Build and PPP Projects |
24-31 |
| Cartwright, Matthew |
The Development of a Novel Over-Ramp System for the Replacement of Movement Joints. |
2901-2908 |
| Castilla, M. Isabel |
Learning structural behaviour of trusses through laboratory models |
953-960 |
| Cavadas, Filipe |
Damage detection in prestressed concrete bridges using moving-loads |
2681-2688 |
| Chang, Ying |
Parametric Identification of Complex Bridge Structure using Substructure Approach |
3086-3091 |
| Cho, Jun Sang |
Computer Vision Techniques for Bridge Bearing Condition Assessment using Visual Inspection Photographs |
2697-2704 |
| Choi, Dong-Ho |
Three-dimensional Parabolic Cable Element for Cable-Supported Structures |
411-414 |
| Choi, Dong-Ho |
Vibration analysis of a steel truss bridge with random track irregularities under a moving train load |
609-613 |
| Choi, Hyunsok |
Cable Erection of Single Pylon Suspension Bridge, Dandeung Bridge |
684-691 |
| Choi, Joon-Ho |
Analytical Study on Connection Part Modelling Method of Dissipation Device Installed in Oblique Direction on I-Girder Bridge |
614-620 |
| Chok, Kermin |
Rethinking Structural Engineering Workflows Structural Design of a 340m Tower |
507-514 |
| Chun, NakHyun |
Effects on Vortex Shedding of Bridges with Rotatable Wind Fence |
2406-2413 |
| Curran, Peter |
Queensferry Crossing: Design development through construction |
1940-1946 |
| Dawoodi, Kayin |
BridgeTOOL – Design and Construction of Rural Suspension Footbridges |
930-937 |
| De Backer, Hans |
Structural response due to wave impacts on a coastal protection |
415-422 |
| de Novais Bastos, Jorge |
The Oporto São João Railway Bridge – major design improvements through experimental tests |
2773-2780 |
| Del Grosso, Andrea E. |
Structural Health Monitoring Standards |
2991-2998 |
| Di Bernardo, Salvatore |
Jane Addams Tollway I-90 Bridges over the Kishwaukee River - New standards for Integral Abutment Bridges |
1391-1396 |
| Diaz, Iván M. |
Long-term vibration serviceability of a steel-plated stress ribbon footbridge |
2618-2625 |
| Diogenes, Hidelbrando J. F. |
Non-destructive evaluation of composite beams of steel and concrete connected by adherence after monotonic tests |
2924-2931 |
| Drozda, Jiri |
Numerical simulation of crash test for bridge safety barrier |
301-308 |
| Duntemann, John F. |
Connection Failures in Concrete Construction |
1063-1070 |
| Duro, José Manuel |
Design and Construction of Circular and Vertical Prestressed Concrete Digester |
2334-2340 |
| Dzhandzhgava, Aslan |
The longest timber pedestrian bridge in Europe |
3128-3133 |
| Ehmann, Jochen |
Office Building "Belvedere", Prestressed in three Directions |
2311-2317 |
| Eilzer, Wolfgang |
Assessment and Strengthening Experience with Bridges in Germany |
2765-2772 |
| El Debs, Mounir K. |
Large culverts made with precast concrete arch-shape elements connected with cast in place concrete. |
831-838 |
| Embaby, Ayman |
Toward Rational Curvature of Reinforced Concrete Members |
1200-1207 |
| Embaby, Rana A. |
Concrete Gravity Dams: Coupled Thermal-Stress Numerical Analysis |
467-474 |
| Fernández, Leonardo |
Accessways to the western Entrance to the "Dos Valiras" tunnel |
2004-2009 |
| Fernández, Leonardo |
Bridge over the river Nervión on the Bilbao Donostia line |
2195-2199 |
| Fernández, Leonardo |
Stayed Viaduct in Bucaramanga, Colombia |
1904-1910 |
| Fernández, Leonardo |
Vidalta Cable-stayed Bridge |
1926-1931 |
| Fernández-Montes, David |
Analysis on the minimum shear strength of reinforced concrete elements without transverse reinforcement |
231-238 |
| Firoozi Nezamabadi, Maryam |
Developing the UHS and Comparison with Iranian Standard Design Spectrum (ISDS) for one Important Hospital in Iran |
2829-2836 |
| Firth, Ian |
The Copenhagen Kissing Bridge – A Bashful Landmark |
1285-1292 |
| Florez Llanos, Fernando |
Danube Bridge II. Vidin-Calafat. Construction Methodology |
1882-1887 |
| Font, Xavier |
Concept design and construction of a footbridge over the new bypass road in the town of Sant Pere Sacarrera (Spain) |
3121-3127 |
| Frangopol, Dan M. |
Inspection, Monitoring, and Maintenance of Infrastructure Systems in a Life-cycle Context: Emphasis on Bridges |
16-23 |
| Friedman, Noemi |
Stochastic Analysis of an Exotic Deployable Space Truss System |
401-404 |
| Fröderberg, Martin |
Engineers in need of an improved conceptual design toolbox |
515-521 |
| Fuchs, Nick |
Ultra-Long Span Arch Feasibility |
1361-1369 |
| Fujita, Masanori |
Trial Design of the Composite Steel-Timber Structure |
2422-2429 |
| Fukunaga, Susumu |
Aerodynamic Characteristics of Indent Stay Cables of Tatara Bridge |
2749-2756 |
| Furrer, Martin |
Innovative Network Tied Arch Solution to Spanning the Mississippi River |
1330-1337 |
| Galindo, Rubén |
Construction of an additional parking basement with jet-grouting |
853-858 |
| Gallego, Juan Manuel |
Shear behaviour of reinforced concrete members without stirrups and subjected to fatigue loads |
177-184 |
| Gandia, Fernando |
Influence of aerodynamic characteristics of H beams on galloping stability |
277-284 |
| Gara, Fabrizio |
Design Expressions for the Effective Width of Composite Steel-Concrete Members |
161-168 |
| Garcia, David |
Structural design of hospitals in areas of high seismicity: projects in Chile and Nicaragua |
2272-2279 |
| Geier, Roman |
Monitoring of the Seitenhafenbridge in Vienna |
2805-2812 |
| Georgieva, Iveta |
Software Platform for the Integration of Design Code Checks into Building Information Modelling |
1595-1602 |
| Gibson, Rupert |
Prefabricated UHPFRC Slabs as a Strengthening Alternative for Ewijk Bridge |
2207-2214 |
| Giesler, Andrew J. |
Prestressed Ultra High Performance Concrete Beams From Local Materials |
2414-2421 |
| Godart, Bruno |
Diagnosis of a large steel bridge close to collapse during a fire |
1031-1038 |
| Goicolea, Jose M |
Lateral Dynamic Models for High-Speed Railway Bridges and Vehicles |
340-347 |
| Gokce, Ahmet |
Izmit Bay Suspension Bridge: Structural Concrete |
2073-2080 |
| Gonçalves, Bruno |
Streamlining field inspections for infrastructures life-cycle management |
2868-2875 |
| Gonzalez, Romina |
Philarmonie de Paris: steel structure design in a complex-geometry building |
2508-2515 |
| Göppert, Knut |
FK Krasnodar Stadium Roof |
2255-2263 |
| Guisasola, Mario |
Pre-Designed Bridges |
1338-1344 |
| Guruprasad, Y.K. |
Effect of High Temperature Exposure on Concrete: Damage Assessment and Repair Methodology |
423-428 |
| Guzman, Leonardo |
Construction and Geometric Control of the Baluarte Cable-Stayed Bridge, Mexico |
676-683 |
| Häggström, Jens |
Assessment and full scale failure test of a steel truss bridge |
2757-2764 |
| Hallermann, Norman |
Vision-based deformation monitoring of large scale structures using Unmanned Aerial Systems |
2852-2859 |
| Harik, Issam |
Repair of Impacted Concrete Bridge Beams |
2985-2990 |
| Harvey, Bill |
Innovative monitoring to answer difficult questions |
2876-2883 |
| Hasegawa, Ryuta |
Strength and Plastic Deformation Capacity of H-shaped Beam-Columns |
579-586 |
| Hattori, Masahiro |
Finite Element Analyses for RC Hollow and Solid Columns Subjected to Pure Torsional Loading |
169-176 |
| Hayashi, Rentaro |
Peeling/Flacking Prediction Model |
3023-3030 |
| Herbrand, Martin |
Shear resistance of existing prestressed concrete bridges under static and cyclic loading |
1765-1772 |
| Herbrand, Martin |
Shear Strengthening with Textile Reinforced Concrete |
2231-2238 |
| Hernandez, Santiago |
Optimization of PT in Cantilever Construction of Prestressed Concrete Bridges |
1536-1543 |
| Hicks, Stephen |
The New Joint Australian and New Zealand Bridge Design Standard AS/NZS 5100 - Part 6: Steel and Composite Construction |
1663-1670 |
| Hikone, Shigeru |
Temporary Multi-storey Container House |
1699-1706 |
| Hingorani, Ramon |
Validation of simplified models for the analysis of reinforced concrete beams exposed to gas explosions |
293-300 |
| Honda, Hideyuki |
Dynamic performance of timber truss pedestrian bridge used steel ball joint |
2547-2554 |
| Hong, Namhee-Kim |
Exploration of Structural Form of Hybrid Cable-Supported Structures |
1353-1360 |
| Hong, Sung-Gul |
Structural Design of High-Rise Modular Building Systems |
1397-1403 |
| Hooton, Martin |
Temburong Bridge, Brunei - Design of two cable stayed bridges |
1979-1986 |
| Hołowaty, Janusz |
Adapting a prestressed concrete bridge for cyclists and to provide nesting sites for house martins |
2610-2617 |
| Huang, Dongzhou |
Vibration Considerations in the Hillsborough River Bascule Bridge Rehabilitation Design |
269-276 |
| Huang, Yufan |
Seismic AnalySseisisomf aiCc oAnncraeltye sFiislleodf SateCeloTnucbruelatreTFruilslseBdriSdtgeeel Tubular Truss Bridge |
364-371 |
| Humpf, Karl |
Puente Mercosur – Truss Grider Bridge across the Orinoco Design, Analysis and Construction |
700-707 |
| IABSE WG on Forensic Structural Engineering |
Progress Report on a Survey of Forensic Engineering Practices in IABSE Member Countries * |
999-1002 |
| Ibrahim, Khaled |
Pseudo three-dimensional simulation of buffeting response under turbulent wind |
309-316 |
| Inoue, Manabu |
Izmit Bay Suspension Bridge – Vibration control of Steel tower |
2049-2056 |
| Ishimura, Mitsuyoshi |
Shear Strength of Post-installed Diagonal Anchor |
2595-2602 |
| Jaider, Oussama |
Optimized automatic selection of turning cutting tools conditions based on data from manufacturer Sandvik Coromant |
1853-1865 |
| James, Stephen |
Jarrold Bridge - A Unique Double Propped Cantilever Pedestrian Bridge |
1404-1411 |
| Jarwali, Turki |
Experimental Study on Bridge Strands Galvanized with Zn-Al Alloy |
2462-2469 |
| Jensen, Jakob Laigaard |
Life Cycle Costs - Any Use? |
2884-2892 |
| Jia, Jian |
Stability of Temporary Railway Trestle Crossing Deep Excavation |
2318-2325 |
| Jiang, Huanjun |
Seismic Fragility Analysis of RC Frame-Shear Wall Structures |
372-379 |
| Jiang, Xu |
Experimental Study on Mechanical Behaviour of FRP-to-steel Adhesively- bonded Joints after Hygrothermal Aging |
2485-2492 |
| Jimenez Vicaria, Jose David |
An application of the FRP girder bridge technology to cope with logistic difficulties |
2200-2206 |
| Jimenez-Alonso, Javier |
Assessment of the Dynamic Behaviour of Palmas Altas Footbridge at Seville (Spain) |
2626-2633 |
| Jorquera-Lucerga, Juan José |
Three-dimensional antifunicular geometries in spatial arch bridges |
1564-1571 |
| Jung, Rolf |
The Ortho-Composite-Slab of the Elbebridge Wittenberge |
1186-1191 |
| Jurgens, Christiaan J |
Brandvlei Correctional Farm: Hot Water Reticulation System |
3222-3229 |
| Kardon, Joshua B. |
The "Standard of Care" and Negligence of the Forensic Engineer |
1011-1017 |
| Karjalainen, Antti |
Open data transfer for bridge information modeling |
912-915 |
| Kawakami, Takeshi |
Izmit Bay Suspension Bridge – Overview of the Project |
2057-2064 |
| Khan, Inamullah |
Covariance Driven Subspace Identification Technique for Continuous Modal Parameters Identification of Sutong Bridge. |
2666-2673 |
| Kido, Ewa Maria |
Stations for People – Important Factors in Station Design |
3158-3165 |
| Kim, Hyun-Joong |
Probabilistic Performance Assessment of Highway Bridges Using Operational Monitoring Data |
2650-2657 |
| Kim, Ji Hyeon |
Reliability Analysis of Pylon for Yi Sun-sin Bridge |
587-593 |
| Kim, Jong Seo |
Ultimate strength interaction of stiffening steel box girder in cable-supported bridges |
1611-1617 |
| Kim, Ju-Won |
Noncontact NDE technique for Main Cables of Suspension Bridges integrating Direct Current Magnetization with a Searching Coil-based Total Flux Measurement |
2953-2960 |
| Kim, Jungin |
Erection of Catwalk Rope and Main Cable of Jeokgeum Bridge |
692-699 |
| Kim, Junkyeong |
Concrete Strength Development Monitoring Technique for Automatic Construction Management of Nuclear Power plants |
2947-2952 |
| Kim, Tae Min |
Changing Neutral Axis for Effective Post-Tensioning of Long Span Concrete Girder |
1678-1684 |
| Kite, Steve |
Temburong Bridge, Brunei – A new 30km road link |
1971-1978 |
| Kleiser, Michael |
Structural Shaping of Bridges – A Forgotten Task of Engineers |
1345-1352 |
| Knight, Martin |
Te Matau ā Pohe – the design of the Lower Hatea River Crossing, New Zealand |
2105-2109 |
| Komuro, Masato |
Experimental study on the natural vibration characteristics of a steel composite girder bridge before and after reconstruction of the RC slab |
2705-2712 |
| Koppitz, Jan-Peter |
Metropol Parasol, Plaza de la Encarnación – Adventures in Engineering |
2303-2310 |
| Kudla, Konrad |
Fatigue Strength of Lamellae Joints in Steel and Composite Bridges |
668-675 |
| Lachinger, Stefan |
Evaluation of expansion joints in Austria |
2961-2968 |
| Ladrón De Guevara Méndez, Ginés |
Mega-structural concepts applied to special buildings |
1252-1259 |
| Lalkovski, Nikolay |
Pancake-type collapse—preventing downward progression |
1642-1649 |
| Lampropoulos, Andreas |
Shrinkage Effect on Beams Strengthened with Additional Concrete Layers |
1520-1527 |
| Lantsoght, Eva O.L. |
Predicting the Shear Capacity of Reinforced Concrete Slabs subjected to Concentrated Loads close to Supports with the Modified Bond Model |
129-136 |
| Laursen, Peter T. |
Puente Nigale – Seismic Design of the Cable-stayed Main Bridges |
2017-2024 |
| Lee, Ho-Yeop |
The evaluation of aerodynamic capacity for a bridge cross section applying a new type of fairing |
2540-2546 |
| Lee, Minjae |
Evaluation of Secondary Stress at Main Cable in Suspension Bridge |
87-90 |
| Lee, Seung Han |
Differentiation of Target Reliability and Design Life in Design of Long-span Cable-supported Bridges |
64-70 |
| Lee, Siaw Foon |
Electrochemical behaviour of high-strength corrugated steel in aerated alkaline mediums |
896-903 |
| Li, Lifeng |
Seismic Performance of the High-Pier Long-Span Continuous Rigid Frame Bridges Composed of the Ultra-High Performance Concrete |
380-387 |
| Li, Yixin |
4D Full-Scale Finite Element Analysis of Long-Span Composite Box Girder Bridges |
405-410 |
| Liu, Shehong |
Time-Dependent Foundation Settlement of Super High-Rise Buildings in Soft Clay Area |
491-498 |
| Liu, Xiaoguang |
The Researches on Adaptability of Existed Large Span Railway Steel Bridges Under Heavy Haul Freight Train in China |
645-651 |
| Liu, Yao |
Investigation and Study of Prestressed Continuous Beam Arch Bridge in China's High-speed Railway |
2493-2499 |
| Liu, Zhe |
Blast Load Effects On the Pier of High-speed Railway Bridge |
601-608 |
| Lius, Dante |
A New Bridge Across Lake Maracaibo in Venezuela |
2010-2016 |
| Llombart, José Antonio |
Project design and construction of the main Bus-HOV lane viaduct, on the C-58 Motorway (Barcelona) |
1300-1306 |
| Llombart, José Antonio |
Project design and construction of the Teror Viaduct in Gran Canaria (Spain) |
1825-1829 |
| Lozano-Galant, Jose |
Observability Method for Structural System Identification |
2977-2984 |
| Lozano-Galant, Jose A. |
Simulation of the construction process of cable-stayed bridges from a direct approach |
79-86 |
| Lukačević, Ivan |
Fatigue Life Evaluation of Welded Railway Bridges Based on Field Measurements |
2789-2796 |
| Luna Molina, Francisco Javier |
Bond strength development of blended concretes using hot-dip galvanized steel reinforcement |
2430-2437 |
| Luo, Shidong |
Innovative Design of Railway Steel-Concrete Mixed Box Girder Cable-Stayed Bridge |
1618-1625 |
| Lyle, John |
Structural mechanization of giant observation wheels |
2341-2348 |
| Madrazo-Aguirre, Fernando |
Dynamic behaviour of under-deck cable-stayed bridges under the action of moving loads |
1528-1535 |
| Magalhães, Filipe |
Dynamic Monitoring of a roadway bridge supported by a plain concrete arch |
2642-2649 |
| Magdalena, Fernando |
Linear programming as a tool to study the stability of masonry arch bridges |
396-400 |
| Mährlein, Jörg |
EN 1090-1: Does factory production control need educated people? |
969-976 |
| Maier, Philippa |
Integrated Life-Cycle Analysis of Steel-Composite Bridges – Conclusions from a European Case Study |
3047-3054 |
| Maljaars, Johan |
Failure and fatigue life assessment of steel railway bridges with brittle material |
435-442 |
| Mancuso, Caitlin |
Built-up Wrought-Iron Compression Member with Missing Stitch Rivets |
1101-1108 |
| Mandić Ivanković, Ana |
Balance of nature and engineering requirements on existing arch bridges |
91-98 |
| Mandić Ivanković, Ana |
Competitiveness and progress in application of incremental bridge launching |
823-830 |
| Maniatis, Iris |
Studies on the Strength of Thin Glass |
1817-1824 |
| Mans, Dik-Gert |
Assessment of the structural safety of reinforced concrete balconies |
1079-1085 |
| Manterola, Javier |
Basarab Cable Stayed Bridge in Bucharest |
1467-1474 |
| Manterola, Javier |
Basarab Cable Stayed Bridge in Bucharest |
1459-1466 |
| Manterola, Javier |
Bridge over the Cádiz bay, Spain |
1947-1955 |
| Manterola, Javier |
Construction and design features of the Bridge over the Danube River. Bulgaria |
1216-1220 |
| Manterola, Javier |
"Pedro Gómez del Bosque" Pedestrian Footbridge over the Pisuerga River in Valladolid (Spain) |
1475-1481 |
| Manterola, Javier |
"Puente de los Poetas" (Poets Bridge) over the Duero River in the City of Zamora (Spain) |
1482-1488 |
| Manterola, Javier |
Railway Arch Bridge over the Contreras Reservoir on the Madrid-Levante High-Speed Railway Line |
1221-1227 |
| Manterola, Javier |
Railway Arch Bridge over the Tajo River in the Alcántara Reservoir |
1228-1235 |
| Manterola, Javier |
Viaduct over the Tera River on the HSR line Madrid-Galicia, Zamora (Spain) |
1497-1504 |
| Marqués, José Luis |
Rail-connection structure in Colombia |
3100-3105 |
| Martin, Andrew |
Bridges and Sustainability – 3 Case Studies |
3055-3062 |
| Martínez De Mingo, Sonia |
Model Proposal for Flexural FRP Strengthening of Masonry Walls |
874-879 |
| Mashal, Mustafa |
Accelerated Bridge Construction and Seismic Low-Damage Technologies for Short-Medium Span Bridges |
1208-1215 |
| Matsumoto, Masato |
Non-destructive Structural Assessment Method using Imaging technology and Infrared Thermography |
2893-2900 |
| Mcconnell, Jennifer |
Evaluating Structural Steel for Reuse through Field Monitoring |
3174-3181 |
| McCormick, Fergus |
London 2012 Olympic Stadium Transformation: Part 1: Engineering developments for Legacy |
2247-2254 |
| McCormick, Fergus |
Scunthorpe Leisure Centre: concept, philosophy and appraisal of an award-winning innovative timber grid sports destination |
2264-2271 |
| Mekjavić, Ivana |
Damage identification and monitoring of bridges using measured natural frequencies |
2674-2680 |
| Mencías, David |
Thrust line analysis of historic bridges in Madrid Region |
3230-3237 |
| Merino, Emilio |
Hernani Viaduct over the Urumea River. A cable stayed bridge for the high speed railway |
2118-2123 |
| Meyer, Max |
Hong Kong-Zhuhai-Macao Bridge, Hong Kong Special Administrative Region (HKSAR): Design and construction of 9km of precast segmental twin deck bridges |
1830-1837 |
| Millanes Mato, Francisco |
Viaduct of Archidona: a 3150 m long continuous composite deck on a High Speed Railway bridge |
723-730 |
| Millanes Mato, Francisco |
Viaduct over river Ulla: A Composite truss in the Spanish Atlantic High Speed Railway Line |
739-745 |
| Miyachi, Kazuhiro |
Structural Characteristics of New Continuous Arch Bridges |
32-39 |
| Miyamoto, Ayaho |
Development and Practical Application of Prestressed Concrete Bridge Rating Expert System |
2721-2728 |
| Miyauchi, Katsuyuki |
Smart Strengthening of Existing RC Piers with SD490 and PCM |
2909-2915 |
| Mizutani, Tsukasa |
Damage Detection of RC Columns in Shaking Table Tests by Singularity Analysis of Their Acceleration Responses |
2916-2923 |
| Montero, Luis |
New passengers terminal (TPS-3) of Guarulhos International Airport (Sao Paolo) |
2280-2287 |
| Moor, Gianni |
Fused seismic shock absorbers – an innovative solution for a high-speed rail viaduct of the AVE Granada Line, Spain |
1732-1740 |
| Morgenthal, Guido |
New Findings on Bamboo-concrete Composite Slabs |
1170-1177 |
| Müllers, Ingo |
Vulnerability of Infrastructures to Explosions and subsequent Progressive Collapse |
1552-1559 |
| Murphy, Chris |
M48 Severn Crossing, UK. Wye Bridge / Beachley Viaduct Rocker Replacement |
2658-2665 |
| Nader, Marwan |
Seismic Design of the Self Anchored Suspension San Francisco Oakland Bay Bridge |
1307-1314 |
| Nafie, Amr M. |
Exploring the Effect of Expansion Joints Spacing in Concrete Multistory Buildings |
629-636 |
| Nagayama, Tomonori |
Stress Measurement and FEM Simulation of a Steel Girder Viaduct |
388-395 |
| Namba, Masakazu |
Experiments on pocket-type rockfall protective nets at a real slope |
815-822 |
| Neumer, Daniel |
The influence of the edge design of glass on the edge strength |
1812-1816 |
| Nguyen, Khanh |
Finite Element Model Updating of a High Building based on the experimental modal parameters |
2844-2851 |
| Nicholson, Steve |
The Mersey Gateway – A Bridge to Prosperity |
1987-1994 |
| Nijsse, Rob |
All Glass Columns |
1797-1803 |
| Nilsson, Peter |
Analysis and design of a 45 m long highway bridge constructed using glulam arches |
571-578 |
| Niu, Yanwei |
Damage Quantification of Concrete Tied Arch Bridge Based on Step-forward Loading Method |
3007-3014 |
| O'Malley, Rory |
The Embassy For Refugees Pavilion |
1428-1435 |
| Okui, Yoshiaki |
Probabilistic local buckling strength analysis of compressive plates for normal and bridge high performance steels |
1157-1163 |
| Olney, Peter |
Model based design of experiments and monitoring systems for parameter identification of structures |
2939-2946 |
| Opgård, Birger |
Chained Floating Bridge |
1236-1243 |
| Ortiz, Fco. Javier R. |
Campus Repsol. Construction of Structure |
904-911 |
| Osborne, Thomas |
The Benefits and Practical Implementation of Parametric Design |
1671-1677 |
| Osei-Antwi, Michael |
Structural limits of FRP-balsa sandwich decks in bridge construction |
1141-1148 |
| Outier, Amelie |
Refurbishment of the masonry arch railway bridge Merxem Street |
2155-2162 |
| Ozola, Lilita |
Development of mathematical model proposed for prediction of final deformation in bending of timber beams |
1650-1657 |
| Palmisano, Fabrizio |
The partial collapse of the ‘Palazzo Edilizia' in Salerno |
1039-1046 |
| Pan, Rensheng |
A Innovative Longitudinal Prestressed Continuous Ultra-high Performance Concrete Box-girder Bridge |
1164-1169 |
| Pantaleón, Marcos J. |
Santander Bay's Footbridge |
762-766 |
| Papastergiou, Dimitrios |
New steel-concrete connections by adhesion, interlocking and friction for composite bridges |
2438-2445 |
| Park, Jamin |
Dynamic Analysis Using Similitude Law Considering Strain Distortion |
285-292 |
| Paroil, Luca |
Seismic Isolation System of the Djamaâ El Djazïr Mosque in Algiers |
2555-2562 |
| Paroli, Luca |
Complete Structural Protection of the World's Largest Cable Stayed Bridge |
2532-2539 |
| Partov, Doncho |
Comparison between Eurocode 2, ACI 209R-92 and Gardner&Lockman Models in Creep Analysis of Composite Steel-Concrete Section |
652-659 |
| Pattabi, Chitra |
Assessment of Reinforced Concrete Bridges: Upper Bound Method of Analysis |
48-55 |
| Pauw, Bart De |
The influence of the abutment stiffness on the design of the new steel double track integral railway bridge in Mechelen |
1845-1852 |
| Payá-Zaforteza, Ignacio |
Structural Engineering is Much More than Formulas: Introducing a New Course on Philosophy of Structures |
945-952 |
| Pelke, Eberhard |
The New Wiesbaden-Schierstein Bridge – 50 Years of Steel Construction |
2089-2096 |
| Perez Gutierrez, Maria Concepcion |
2020 Skyscrapers: Challenge or Mistake? |
1244-1251 |
| Pimentel, Mário |
Detailed analysis of a post-tensioned box-girder bridge for explaining the observed cracking patterns |
207-214 |
| Pinheiro, Rui |
3D Nonlinear Analysis of a Composite Steel/Concrete Viaduct |
332-339 |
| Pioz, Javier |
Learning from nature as a tool for innovation in architecture |
3142-3149 |
| Pompeu-Santos, Silvino |
New Trends in the Tunnels of the Future |
1383-1390 |
| Prieto, Miguel |
Bond assessment of corroded steel bars in structural concrete |
451-458 |
| Prieto, Miguel |
Load bearing capacity of corrosion damaged beams after exposure to severe marine environment during 70 years |
459-466 |
| Quapp, Ulrike |
Public Private Partnership in Civil and Structural Engineering Education |
977-982 |
| Radic, Jure |
New Alternative Solutions for Pelješac Bridge in Croatia |
1896-1903 |
| Radovanović, Željka |
Temperature Measurement in One Concrete Bridge |
3031-3038 |
| Ramos, Óscar Ramón |
Albolote-Santa Fé Overpasses. Granada External Bypass |
1436-1443 |
| Ramos, Óscar Ramón |
Analysis and Measurement of the Behaviour of High Speed Railway (HSR) Bridges |
2781-2788 |
| Ramos, Óscar Ramón |
Floating Meteorological Mast |
1370-1377 |
| Ramos, Óscar Ramón |
Los Gallardos – Sorbas High Speed Railway Viaducts. New Anti-Seismic Device to Face Horizontal Forces |
2563-2570 |
| Ramos, Óscar Ramón |
Regional Road North Part (Section 1) – Interchange 1 & 5 |
2571-2578 |
| Ramos, Óscar Ramón |
San Benito Viaduct |
2579-2586 |
| Ramos, Óscar Ramón |
Treng-Treng Kay-Kay Cable-Stayed Bridge |
2524-2531 |
| Ramos, Óscar Ramón |
Viaduct over Genil River. Granada External Bypass |
2124-2131 |
| Ramos, Óscar Ramón |
Viaduct over Guadalhorce River and A-92 Highway |
2132-2139 |
| Ramos, Óscar Ramón |
Viaduct over Jauto River |
2140-2147 |
| Ramos, Óscar Ramón |
Viaduct over Rego das Lamas |
2587-2594 |
| Ramos, Óscar Ramón |
Villamaría Network Arch Bridge |
2500-2507 |
| Retzepis, Ioannis |
Sustainable Concepts for Concrete Bridges in Germany |
3113-3120 |
| Reventós, Manuel |
Construction and instrumentation the Llobregat River Mouth Bridge |
888-895 |
| Reventós, Manuel |
Innovative designs in bridges and footbridges |
1315-1322 |
| Revoltós, Jordi |
Project design and construction of the Trapagaran Viaduct in Bilbao (Spain) |
1293-1299 |
| Rey, Juan |
The impact of the evolution of structural analysis methods on built forms |
499-506 |
| Rhodes, Steve |
Analysis of Existing Masonry Arch Bridges using Finite Elements |
558-565 |
| Rinaudo, Paula |
Application of fiber optic high temperature sensors for structural monitoring of structures submitted to fire |
2932-2938 |
| Rio, Olga |
Structural Performance of UHPFRC Wild Bridge during Construction Using the Advanced Bridge Monitoring |
2737-2743 |
| Ripa Alonso, Tomás |
Cracks analysis in onshore wind turbine foundations |
1086-1092 |
| Robertson, Ian N. |
Development of Tsunami Loading Expressions for Design of Coastal Infrastructure |
1544-1551 |
| Rodriguez-Sanchez, Julio |
Reliability-Based Design Optimization of a CFRP Bridge |
1178-1185 |
| Roiz, Adrian |
Envelopes: Structures at the boundary |
2288-2294 |
| Rojas, Franco |
Structural design and construction of the Carouge-Bachet underground railway station in Switzerland |
2326-2333 |
| Romera, Luis E. |
Assessment of Seismic Behaviour of Portal Bridges with Double Friction Pendulum Bearings |
2397-2405 |
| Romo, José |
Exploring Structural Shapes in Steel Bridges: Bending Constraints |
1603-1610 |
| Rosignoli, Marco |
Tappan Zee Hudson River Crossing: The New NY Bridge Project |
1932-1939 |
| Rubenacker, Karl |
Design of a High-Rise Steel Building to Resist Disproportionate Collapse |
1722-1725 |
| Rueda-Contreras, Jorge |
Transfer zone cracking research of a new type of prestressed floor slab |
185-192 |
| Ruiz, Gonzalo |
Frequency effect on the fatigue life of plain and fiber-reinforced concrete |
2365-2372 |
| Sadasue, Kazushi |
Structural Performance of Steel Concrete Composite Columns of Non-Symmetric Cross Section |
2603-2609 |
| Safi, Mohammed |
LCC-Efficient Procurement of Bridge Infrastructures |
3106-3112 |
| Sanabra, Marc |
Reinforced Concrete Predimensioning to Enhance Optimization |
1626-1633 |
| Sánchez, Angel |
Metropol Parasol Construction of a Timber Structure |
754-761 |
| Sanchez, Ramon |
Design and Construction of Logroño Railway Station Long Span Roof |
767-774 |
| Sanchez De Leon, Ramón |
Talavera Cable-Stayed Bridge |
1964-1970 |
| Sanders, Paul |
Design and Construction of the Mersey Gateway Bridge |
1956-1963 |
| Santos, Pedro |
A novel approach in the life cycle assessment of engineering structures |
3015-3022 |
| Sarkisian, Mark |
Embodied Carbon in Structures and Cities |
3166-3173 |
| Sarkisian, Mark |
Innovation in the Sustainable Design Process of Earthquake Resistant Buildings: From Topology Optimization to Staged Construction Analysis |
1192-1199 |
| Sarkisian, Mark |
Structural Innovations Inspired by Growth, Genetics, and Emergence Theory |
1634-1641 |
| Sato, Atsushi |
Innovative Seismic Force-Resisting System used in Steel House Framing |
1658-1662 |
| Sato, Kosuke |
Evaluation of Local Buckling Strength of Square Hollow Section Member |
223-230 |
| Schanack, Frank |
Numerical and experimental evaluation of concrete cracking in timber concrete composite bridge beams |
153-160 |
| Schanack, Frank |
Results of the visual inspection of 600 bridges in Chile |
2999-3006 |
| Schwarz, Daniel |
Construction of the Las Vegas High Roller Observation Wheel |
2349-2356 |
| Seitz, Peter |
Rehabilitation of Illerkanal Viaduct at Kirchdorf – A Steel Composite and Precast Concrete Structure |
1378-1382 |
| Shen, Yin |
Evaluation of a Continuous Rigid Frame Bridge with Early Transverse Cracking |
550-557 |
| Siebert, Geralt |
WG 1 Glass Structures - guidelines for application of structural glass |
1782-1788 |
| Silvestru, Vlad A. |
Load Transfer Materials for Hybrid Glass-Steel Façade Elements |
1804-1811 |
| Siringoringo, Dionysius M. |
Long-term Seismic Monitoring of an Instrumented Base-Isolated Building: Observation and Structural Analysis |
2860-2867 |
| Siwowski, Tomasz |
Development and research on the innovative FRP girder for bridge application |
2239-2246 |
| Smith, Rob |
The Las Vegas High Roller: the world's largest observation wheel |
2357-2364 |
| Smits, Joris |
Architectural Engineering of FRP bridges |
1117-1124 |
| Smuts, Edward |
Upgrading of three historic arch bridges over the Orange River near Keimoes, South Africa |
1260-1267 |
| Snijder, H.H. |
A Slender Transparent Glass Supported High-Strength Steel Column |
1789-1796 |
| Sonnbichler, Didier |
Footbridges for Kenya |
916-923 |
| Spengler, Rüdiger |
Panama Canal expansion project – description third set of locks project |
783-790 |
| Spengler, Rüdiger |
Panama Canal expansion project – design and construction of lock complexes |
775-782 |
| Spengler, Rüdiger |
Panama Canal expansion project – design and fabrication of lock gates |
791-798 |
| Spuler, Thomas |
Optimising selection of critical bridge components - the bearings and expansion joints of the Viaducto Puerto de Santa Maria |
3071-3077 |
| Stathopoulos, Kyriakos |
Design of the Tsakona Arched Bridge |
2179-2186 |
| Stathopoulos, Kyriakos |
The Memaliaj Bridge |
2097-2104 |
| Stipanic, Bratislav |
Realization of Sava River Crossing with its Approach Bridges as First Section of Belgrade Inner City Semi-Ring Road |
2148-2154 |
| Stottrup-Andersen, Ulrik |
Guyed Towers for Wind Turbines – The taller the better |
1412-1419 |
| Stranghöner, Natalie |
The Development of a Eurocode "Tensile Membrane Structures" |
1572-1578 |
| Stroetmann, Richard |
Sustainable design of office buildings in steel composite construction |
3134-3141 |
| Su, Haiting |
Analytic Methods of Modal in Real Spaces for Random Wind-induced Response of Long-Span Bridges |
1874-1881 |
| Sun, Zhi |
One Year Operational Strain Monitoring of Shanghai Yangtze River Main Navigation Channel Bridge to Normal Traffic |
2744-2748 |
| Suparp, Suniti |
Effects of Increasing Truck Weight Limits on Highway Bridges in Thailand |
660-667 |
| Surico, Francesco |
Thermal behavior of different concrete mixtures with pozzolanic additions |
3238-3245 |
| Sweeney, Robert A. P. |
The Philosophy behind the North American Railway Fatigue Life Recommendations for steel bridge evaluation |
2797-2804 |
| Takahashi, Sakiko |
Development of flexible structure to reinforce and change height of RC viaduct column |
2454-2461 |
| Tan, Geem Eng |
Bridge System |
799-806 |
| Tandler, Jens |
High capacity saw tooth connectors – experimental testing and numerical studies |
1773-1781 |
| Tanner, Peter |
Analysis of the present condition and deterioration in the main dome over La Laguna cathedral |
2813-2820 |
| Tanner, Peter |
Learning from incidents during bridge erection |
1047-1054 |
| Tanner, Peter |
New courthouse at El Ejido |
2295-2302 |
| Terai, Masakazu |
Study on Shear Capacity and Behaviors of Bamboo Reinforced Masonry Shear Walls |
880-887 |
| Terres-Nicoli, Jose M |
Study of the wind effects on a 384m concrete arch span bridge during different construction phases |
324-331 |
| Terwel, Karel |
Structural safety during construction |
1071-1078 |
| Terwel, Karel C. |
Quick assessment tool for assurance of structural safety in the building process |
1109-1116 |
| Timofeev, Michael |
Behaviour of Webs of Box-Girder Span during Launching |
594-600 |
| Tokarz, Bernhard |
We Cannot Design Load-bearing Structures without Designing Buildings. |
983-990 |
| Traykova, Marina |
Assessment and Rehabilitaton of the Structure of Existing Reinforced Concrete Tank |
543-549 |
| Trombetti, Tomaso |
The first year of activities of the "Observatory Claudio Ceccoli", on the defects of the building structures |
1024-1030 |
| Tromp, Liesbeth |
Developments in Dutch FRP design guidance for FRP in infrastructure |
2215-2222 |
| Tromp, Liesbeth |
FRP lift bridge over the Oud Rijn: engineering slenderness |
2223-2230 |
| Truong-Hong, Linh |
Application of Terrestrial Laser Scanner In Bridge Inspection: Review and an Opportunity |
2713-2720 |
| Turner, Harry |
Adelaide's Riverbank Footbridge – Ribbon of Light |
1489-1496 |
| Turrini, Nicola |
A Discrete Bond Law for Precast Panels Systems without Reinforcement |
1149-1156 |
| Uejima, Hidesaku |
Izmit Bay Suspension Bridge-Aerodynamic Stability of Catwalk |
2041-2048 |
| Uzel, Almýla |
Shear Behaviour of Reinforced Concrete Members under Uniform Loads |
137-144 |
| Valenzuela, Matías A. |
Chacao Suspension Bridge: Tender and Technical Challenges |
2516-2523 |
| Van Bogaert, Philippe |
Buckling Strength of Curved Bridge Girder Web Panels, including Residual Stress |
215-222 |
| Van Bogaert, Philippe |
Limiting slenderness values of smaller concrete tied arch bridges |
99-106 |
| Van Ijselmuijden, Kees |
Study of the Aurora Bridge with a FRP-deck instead of concrete |
1132-1140 |
| Vanderhaeghe, Pieter |
Design and combined rail-structure response of a new high speed railway bridge |
107-114 |
| Vaquero, Javier |
Seismic design of the bridges and the tunnel of the project "Vía Parque Rímac", Lima (Perú) |
2373-2380 |
| Vasilyev, Alexander I. |
Safety of live loads for the bridges in Russia, USA and Europe |
522-526 |
| Vejrum, Tina |
Puente Nigale Main Bridges: Long Span Precast Segmental Cable Stayed Bridges for Railway and Roadway |
2025-2032 |
| Velasco, Jose M |
Sant Julia de Loria bridge, in Andorra. Structural design. |
746-753 |
| Viet Hung, Tran |
The Impact Effect of Highway Bridge due to Heavy Vehicle |
3039-3046 |
| Visser, Gerrit Armoni |
Co-operation and Development Projects: An African Perspective HA Mofutho Footbridge at Quasha's Nek, Lesotho |
924-929 |
| Vivas, Julio |
High Performance Timber Bridges |
3214-3221 |
| Vumbaca, Viviana |
Forensic investigation in the age of the internet of things' |
1018-1023 |
| Wilson, Gavin |
Reconstructing the Gobbins Path |
1505-1511 |
| Wium, Jan A |
Lessons from development of design standards in South Africa |
3198-3205 |
| Wojnarski, Lukasz |
The structural assessment of the partially collapsed Izbor Viaduct |
535-542 |
| Xu, Chen |
Mechanical Performance of Stud Connector in Lightweight Concrete |
1757-1764 |
| Xu, Dong |
New Developments and Challenges in PC Bridge Design in China |
3-15 |
| Xu, Dong |
A new method for reinforcement design in concrete structures |
1685-1690 |
| Xue, Junqing |
Influence of substructure height on fully integral abutment bridge in sand |
2689-2696 |
| Yaghoobi Vayeghan, Fariborz |
Developing the UHS for an Important Building in Tehran and Comparison among Its UHS and Well-Known Iranian Design Spectra |
2821-2828 |
| Yamamoto, Yoshito |
Izmit Bay Suspension Bridge: Construction of Tower Foundation |
2065-2072 |
| Yamane, Mitsuhiro |
IZMIT Bay Suspension Bridge, Erection of Steel Tower |
2081-2088 |
| Yan, Bin |
Interaction between track and simply-supported bridges on high-speed railway frame pier |
566-570 |
| Yanagishita, Yoshihiro |
Elastic Local Buckling Strength of Stiffened Plate under Bending Shear Stress |
239-245 |
| Yang, Guang |
Tension Stiffening of Reinforced Concrete Shear Elements Strengthened with Externally Bonded FRP Sheets |
145-152 |
| Yang, Kejian |
A Damage Detection Technique by Distributed Strain Measurements using Long-gage Fibre Bragg Grating Sensors |
2969-2976 |
| Yang, YongXin |
Aerodynamic Flutter Control of Parallel Cable-Stayed Bridges |
3190-3197 |
| Yokoyama, Hiroshi |
Study on Analysis of Thick Plate and Multi-layer Slab with Various Mixed Boundary Conditions |
621-628 |
| Yongtao, Zhang |
Construction Sequence Simulation for Partial Cable Stayed Truss Bridge with Single Pylon |
115-122 |
| Yoo, Chul-Hwan |
Load Combination Related to Wind Load for the Design of Long-span Bridges |
1560-1563 |
| Yoshida, Naoto |
The replaced of substructure of railway viaduct in metropolitan areas |
847-852 |
| Zandonini, Riccardo |
Management of road bridges under overweight vehicle transit |
2634-2641 |
| Zanuy, Carlos |
Advantages and limitations of multi-degree-of-freedom models to simulate impact behaviour of concrete structures |
261-268 |
| Zauft, Doreen |
Bonded Hybrid Slabs of Light-Weight Concrete and Glued Laminated Timber |
1741-1748 |
| Zhang, Qiang |
Design and Technological Innovation of Maanshan Yangtze River Highway Bridge |
1995-2003 |
| Zhang, Xueyi |
Study of The Fatigue Problem of The Side Suspender of Multi-span Cable-stayed Suspension Bridge |
123-128 |
| Zhang, Yueqiang |
Study on system extension and mechanical performance of outer convex spoke tensile structure |
1691-1698 |
| Zhao, Xin |
Field Monitoring and Parameter Identification of Moisture Distribution for Mega Steel Reinforced Concrete Columns |
443-450 |
| Zhao, Xin |
Optimal Placement for Buckling-Restrained Braces in Super Tall Building Structures Based on Grid Shear Deformation |
199-206 |
| Zhao, Xin |
Optimal Placement of Viscous Dampers in Super Tall Buildings Based on Grid Shear Velocity |
193-198 |
| Zhao, Xin |
Outrigger System Optimization under StoryDrift and Vibration PeriodConstraints for SuperTall Buildings |
475-482 |
| Zhao, Xin |
Sensitivity Analysis of Outrigger Systems for Super Tall Building Structures under Natural Vibration Period Constraints |
483-490 |
| Zhou, Meng |
Multiscale Analysis of the Arch Feet Zone for CFST Arch Bridges with Steel Truss and Tie-Beams |
246-252 |
| Zmigrodzki, Stefan |
Sustainability of Infrastructures vs. Climate Changes |
3182-3189 |
| Zona, Alessandro |
Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls |
2389-2396 |
